U.S. patent number 3,806,975 [Application Number 05/137,896] was granted by the patent office on 1974-04-30 for structural bearings.
This patent grant is currently assigned to Elastometal Limited. Invention is credited to Edward R. Fyfe.
United States Patent |
3,806,975 |
Fyfe |
April 30, 1974 |
STRUCTURAL BEARINGS
Abstract
A structural bearing such as is employed in bridges and large
buildings comprises a relatively thin layer of an elastomer, such
as polyurethane, interposed between and bonded to two flat bearing
members; at least one shear-resisting member, such as a pin passing
through the elastomer layer, or a plate having its edge engaged
with a ring surrounding the layer, extends between the two members
and is in shear-resisting pivotal engagement with one of them in a
manner to accommodate vertical compression of the elastomer and
tilting of the two members. Other relative movements of the
structure engaging the bearings are accommodated by relatively
sliding parts thereof.
Inventors: |
Fyfe; Edward R. (Burlington,
Ontario, CA) |
Assignee: |
Elastometal Limited
(Burlington, Ontario, CA)
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Family
ID: |
26702787 |
Appl.
No.: |
05/137,896 |
Filed: |
April 27, 1971 |
Related U.S. Patent Documents
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Application
Number |
Filing Date |
Patent Number |
Issue Date |
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27700 |
Apr 13, 1970 |
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Current U.S.
Class: |
14/73.5;
384/276 |
Current CPC
Class: |
E04B
1/36 (20130101); E01D 19/047 (20130101) |
Current International
Class: |
E01D
19/04 (20060101); E04B 1/36 (20060101); E01d
019/06 () |
Field of
Search: |
;14/16 ;161/44
;308/238,3 ;248/22,23 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
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249,729 |
|
Oct 1966 |
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OE |
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1,525,846 |
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Apr 1968 |
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FR |
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1,529,803 |
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May 1968 |
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FR |
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206,777 |
|
Aug 1966 |
|
SW |
|
428,826 |
|
Jul 1967 |
|
CH |
|
Primary Examiner: Byers, Jr.; Nile C.
Attorney, Agent or Firm: Rogers; Stanley J.
Parent Case Text
CROSS-REFERENCE TO RELATED APPLICATION
The present application is a continuation-in-part of my application
Ser. No. 27,700, filed 13th Apr. 1970, and now abandoned.
Claims
I claim:
1. A structural bearing subjected to loads having both vertical and
horizontal components comprising, a first support member for
mounting upon a structure on which the bearing is supported, an
unenclosed layer of elastomeric material mounted on top of the
first support member and bonded thereto, a second support member
for operative enegagement with a structure supported by the bearing
mounted on top of the layer of elastomeric material and bonded
thereto, and mechanical connecting means extending between the
support members through the layer of elastomeric material and
mechanically connecting the support members to one another, the
said connecting means comprising a pin fixed rigidly at one end to
the centre of one support member, passing vertically centrally
through the said elastomer layer, and having its other end of
spherical segment external shape slidably engaged in a
centrally-disposed, vertical cylindrical bore in the other support
member coaxial with the pin, said connecting means permitting
movement of the support members toward each other upon compression
of the layer of elastomeric material under vertical load components
with vertical movement of the said other pin end in the bore,
permitting tilting of the support members relative to each other
under corresponding components with rotation of the said other pin
end in the bore, and preventing transverse movement of the support
members relative to each other under horizontal load components of
greater than a predetermined extent by engagement of the said other
pin end with the wall of the bore to prevent the application to the
elastomer layer of shear force of greater than a corresponding
value.
2. A bearing as claimed in claim 1, wherein there is provided a
collar embracing the pin other end and of internal shape
complementary to that of the embraced pin end, the collar exterior
being of cylindrical shape coaxial with the pin and the collar
being slidably engaged in the said cylindrical bore in the other
support member.
3. A bearing as claimed in claim 1, characterized in that
shear-resisting engagement takes place between the said other pin
end and the wall of the bore upon the application to the bearing of
from 50 percent to 75 percent of its maximum shear load.
4. A structural bearing subjected to loads having both vertical and
horizontal components comprising, a first circular plate-like
support member for mounting upon a structure on which the bearing
is supported, an unenclosed layer of elastomeric material mounted
on top of the first support member and bonded thereto, a second
circular plate-like support member for operative engagement with a
structure supported by the bearing mounted on top of the layer of
elastomeric material and bonded thereto, and mechanical connecting
means extending between the support members around the layer of
elastomeric material and mechanically connecting the support
members to one another, the said connecting means comprising a
circular collar-like member fixed rigidly to one of the support
members and having a surface thereof extending to the other support
member and surrounding a co-operating outwardly convex circular
surface of the other support member, said connecting means
permitting movement of the support members toward each other upon
compression of the layer of elastomeric material under vertical
load components with vertical movement of the other support member
within the collar-like member, permitting tilting of the support
members relative to each other under corresponding components with
rotation of the said other support member in the collar-like
member, and preventing transverse movement of the support members
relative to each other under horizontal load components of greater
than a predetermined extent by engagement of the said other support
member with the collar-like member to prevent the application to
the elastomer layer of shear force of greater than a corresponding
value.
5. A bearing as claimed in claim 4, characterized in that
shear-resisting engagement takes place between the cooperating
surfaces of the collar-like member and the other support member
upon the application to the bearing of from 50 percent to 75
percent of its maximum shear load.
Description
FIELD OF THE INVENTION
The invention is concerned with improvements in or relating to
structural bearings, such as are employed for example in bridges
and large buildings to support the static and dynamic loads of the
structure, while permitting some relative movement of the parts of
the structure between which the bearing is disposed.
BACKGROUND OF THE INVENTION
Structural bearing pads of the kind specified generally comprise a
body of elastomeric material having reinforcing material
incorporated therein, such as metal plates disposed with their flat
faces generally parallel to the top and bottom faces of the bearing
pad.
Generally, such bearings are loaded horizontally and vertically.
The vertical load comprises the dead weight of the supported
structure and any live load on the structure, and this load acts
perpendicularly to the top and bottom surfaces of the bearings and
is carried by the elastomeric material which is thus subjected to
compression. The horizontal load is due to movement of the
supported structure caused by thermal expansion and contraction and
this deflects the top surface of the bearing laterally with respect
to the bottom surface, so that the bearing is loaded in shear.
The size of the bearing will largely depend on the magnitude of the
load to be carried. The horizontal cross-sectional area will be
selected according to the maximum vertical load to be carried by
the bearing and the loading capacity of the elastomeric material.
The vertical height of the bearing will depend, among other
factors, upon the vertical thickness of the elastomeric material,
which is in turn dependent at least in part upon the maximum tilt
to which the bearing may be subjected, and the need to ensure that
the elastomer is not subjected to tension under the maximum degree
of tilting. The thickness of the elastomer will also be selected so
that the required tilting and horizontal deflection can be
accommodated by the bearing without overstraining in shear.
Structural engineers are developing and have developed bridge and
building designs that place increasing demands upon such bearings,
requiring them to accommodate increasing loads without increase of
size and cost, and preferably of course with decrease of both size
and cost. For example, the known bearings employing one or more
open layers of neoprene elastomer have only been used for bridges
of relatively short span (i.e. up to about 400 feet). A bearing
intended for longer spans has required the neoprene to be
completely enclosed, comprising the so-called, relatively expensive
"pot" bearing, because of the high stresses to which it is
subjected. Bridges of up to 1,600 feet span are now common, and it
is to be expected that this trend will continue. There is also an
accompanying tendency to reduce the cross-section of the supporting
columns as much as possible, so that the situation cannot be met
simply by increasing the size of the bearing.
If the horizontal size of the bearing is reduced by use of
elastomeric materials capable of higher loading, then because of
the shear forces applied to the bearing, as described above, a much
thicker layer must be used, and the bearing consequently is much
thicker. Problems are also encountered in ensuring a mechanical
bond between the elastomer and the other parts of the bearing that
will withstand the maximum shear stresses applied thereto.
DEFINITION OF THE INVENTION
It is an object of the present invention to provide a new
structural bearing.
It is another object to provide a new bearing employing at least
one unrestrained layer of elastomeric material and of simple,
inexpensive construction.
In accordance with the present invention there is provided a
structural bearing comprising a supporting bearing member for
engagement with a structure to be supported by the bearing, at
least one layer of elastomeric material interposed between the said
supporting bearing member and a support for the bearing when the
bearing is in operative position on the support, characterised by
the provision of at least one co-operating bearing member capable
of shear-resisting pivotal engagement with the said supporting
bearing member to permit compression of the elastomer layer and
tilting of the supporting bearing member relative to the bearing
support under load, the shear-resisting bearing member being
adapted for shear-resisting engagement with the said bearing
support.
The said co-operating bearing member may comprise a pin passing
through the said elastomeric material and having one end in pivotal
shear-resisting engagement with the supporting bearing member.
The end of the said pin in engagement with the bearing supporting
member is of spherical segment external shape slidably engaged in a
cylindrical bore in the bearing member coaxial with the pin, or
alternatively there may be provided a collar of complementary
internal shape embracing the pin end, the collar exterior being
cylindrical and the collar being slidably engaged in a cylindrical
bore in the bearing member coaxial with the collar exterior and the
pin.
Alternatively, the said supporting and shear-resisting bearing
member may comprise plate-like portions on opposite sides of the
elastomer layer, one of the bearing members having a surface
thereof capable of said shear-resisting engagement with an adjacent
surface of the other member, which adjacent surface extends toward
the said one member and surrounds its first mentioned surface.
The said shear-resisting engagement may take place upon the
application to the bearing of from 50 percent to 75 percent of its
maximum designed shear load.
DESCRIPTION OF THE DRAWINGS
Particular preferred embodiments of the invention will now be
described, by way of example, with reference to the accompanying
diagrammatic drawings, wherein:
FIG. 1 is a front or rear elevation showing a bearing in accordance
with the invention applied in support of a bridge structure,
and
FIGS. 2 to 5 are transverse cross-sections through different
embodiments of the invention.
DESCRIPTION OF THE PREFERRED EMBODIMENTS
FIG. 1 illustrates a typical application of a bearing in accordance
with this invention to the support of a bridge member 10 on top of
a single, slender, vertical column 11, the bearing being indicated
generally by the reference 12.
Referring more specifically to FIG. 2, the bearing illustrated
therein comprises two spaced, flat, circular plates 13 and 14
having a single, open-sided, uniform, flat cylindrical layer 15 of
an elastomeric material interposed between the plates and bonded
thereto by any suitable treatment. A massive, solid,
shear-resisting pin 16 coaxial with the two plates and the
elastomer layer extends between the plates, and transmits any shear
force applied to the plate 13 directly to the plate 14, and vice
versa, without permitting application of the force to the elastomer
layer.
In this embodiment the pin 16 is rigidly connected to the plate 14
by being formed integral therewith, while its end engaging the
other plate 13 has the external shape of a spherical segment, which
is engaged for vertical sliding movement in a cylindrical bore 17
in the plate 13 coaxial with the pin. The vertical sliding of the
pin end in the bore permits the plates to move towards and away
from one another, as the thickness of the elastomer layer varies
with the applied load, while the pivotal engagement permits
relative tilting of the two plates as the supported structure moves
on the bearing.
The lower plate 14 is fastened securely to the supporting column 11
in any suitable manner. Since the column illustrated in FIG. 1 is
of concrete the plate is provided with downwardly extending anchor
pins 18 of conventional form. An inverted U-shape member 19 is
similarly connected to the bridge member 10, being provided with
upwardly extending anchor pins 20. The facing surfaces 19a and 13a
of the member 19 and plate 13 respectively have a layer 21 of
low-friction plastic material (e.g., the material sold by DuPont
under the Trade Mark "Teflon") interposed between them, so that
they may slide easily relative to one another to accommodate the
corresponding movement of the bridge on the bearing. The surface of
the layer 21 engaging the surface 19a is provided with a large
number of shallow recesses 22, each of which contains a suitable
lubricant material to reduce the sliding friction. The edges of the
plate 13 coextensive with downwardly extending portions 19b of the
member 19 are provided with layers 23 of low-friction material to
reduce the sliding friction therebetween.
The preferred material for the elastomer layer 15 is a polyurethane
and, for example, such a material can accommodate a loading of say
2,000 p.s.i., as compared with a loading of about 800 p.s.i. for
neoprene. As a practical example a bearing to withstand a 200 ton
load must be of about 26 inches diameter with neoprene, but can be
of about 16 inches diameter with polyurethane. Moreover, because of
the presence of the pin 60 substantially no shear forces can be
applied to the elastomer layer, and its thickness need only be
sufficient to accommodate the tilting permitted by the pivotal
engagement of the pin with the plate 13. The tilting that is likely
to be obtained with any structure can readily be calculated as an
angle, and the limitation is that the thickness must be sufficient
to ensure that the stretched part of the elastomer layer remains in
compression and does not become under tension. In the practical
example referred to above the elastomer layer need only be about
one inch thick, whereas a prior art neoprene bearing would require
the layer to be perhaps four inches thick to accommodate the
anticipated shear forces. Also, the bonds between the layer 15 and
the plates 13 and 14 are not subjected to any appreciable shear
forces, so that limitations otherwise imposed by the possible
failure of these bonds are avoided; it is found in general that
higher strength elastomers such as the polyurethanes are relatively
difficult to bond to metals.
In the embodiment illustrated by FIG. 3 the shear resisting pivotal
connection of the pin 16 with the bearing member 13 is by means of
a cylindrical collar 24, which has an inner cylindrical surface
complementary to that of the end of the pin and closely embraces
the pin end. The collar has an external cylindrical surface which
is a close sliding fit in the cylindrical bore 17, so that the
collar can slide therein to accommodate changes in the thickness of
the elastomer layer with load. The embodiments described can of
course be inverted.
In all of the embodiments described the connection of the pin 16
with the plate 13 accommodates both tilting movements and vertical
movements of the plate 13, since this structurally is the preferred
arrangement. However, for example, in the embodiments of FIGS. 2
and 3 it would also be possible for the connection of the pin with
the plate 13 to accommodate tilting, while the connection with the
plate 14 accommodates vertical movements, the pin being vertically
slidable in a suitable bore.
In the embodiment of FIG. 4 the inverted U-shaped member 19 of the
preceding embodiments that is illustrated as an integral unit is
instead formed in separate parts consituted by a plate 19, another
plate 25 carrying the anchor pins 20 which are removable, and side
bar members 26, the said separate parts being held together by
bolts 27. The plate 14 is provided with removable pins 18. Such a
construction permits the bearing to be disassembled for removal
and/or maintenance, etc. A thin layer 28 of a material having an
especially low coefficient of friction with the material of the
layer 21 is clamped to the face of the plate 19 that engages the
layer 21; a particularly suitable material is a sheet of polished
stainless steel, the use of such a sheet also avoiding the need to
polish or accurately machine the corresponding face of plate
19.
The end of the pin 16 projecting beyond the plate 14 is engaged in
a co-operating housing 29 fixed to the plate 13, and the
cylindrical bore 17 in the housing is of a predetermined greater
diameter than that of the pin 16, so that some shear force may be
applied to the elastomer layer 15 before the shear-resisting pin
member and the housing 29 move into shear-resisting engagement with
one another. Preferably, the amount of shear accommodated by the
elastomer layer before such engagement takes place is about 50
percent, and may be up to about 75 percent, of the maximum designed
shear load of the bearing, the remainder, if ever applied, being
accommodated by the shear-resisting pin and housing connection.
Such a construction is preferred in some applications and enables a
pin 16 of smaller diameter to be used, as compared with the
previously described embodiments.
In the embodiment of FIG. 5 the pin 16 effectively becomes merged
with the plate 14, which is circular in plan, so that the plate 14
may be regarded as the mechanical equivalent of the pin. The plate
is provided with an edge face 14a, shaped like the corresponding
face of the pin 16, and co-operating with an internal circular
cylindrical face 29a of a ring-like member 29 fixed to the edge of
the plate 13, which is also circular in plan. The outer face of the
member 29 is rectangular in plan and carries the low-friction
members 23 which engage the side bars 26, as with the embodiments
described above. The ring 29 could alternatively be fastened to the
plate 14 and be extended toward the plate 13 so as to be capable of
pivotal engagement with the plate 13 to resist shear forces. The
faces 14a are shown curved convex, as is preferred, but
alternatively, or in addition, the co-operating face 29a
surrounding the surface 14a may be curved concave. It will be noted
that although the elastomer is surrounded by the plates 13 and 14
and the circular face 29a it is not physically restrained
thereby.
The structure characterising the embodiments of the invention can
be applied to other forms of bearing, e.g., a "floating" bearing
not requiring the side restraint provided by the bars 26. Other
variations of the embodiments described are of course possible
within the scope of the claims and will be apparent to those
skilled in the art.
* * * * *